Twin Lakes Reservoir & Canal Co. v. Platt Rogers, Inc.

147 P.2d 828, 112 Colo. 155
CourtSupreme Court of Colorado
DecidedMarch 13, 1944
DocketNo. 15,094.
StatusPublished
Cited by23 cases

This text of 147 P.2d 828 (Twin Lakes Reservoir & Canal Co. v. Platt Rogers, Inc.) is published on Counsel Stack Legal Research, covering Supreme Court of Colorado primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Twin Lakes Reservoir & Canal Co. v. Platt Rogers, Inc., 147 P.2d 828, 112 Colo. 155 (Colo. 1944).

Opinion

Mr. Justice Knous

delivered the opinion of the court.

*157 The parties to this suit occupied the same relative positions in the trial court as here, and we will refer to them respectively as plaintiff and defendant. The review is directed to a judgment of the district court refusing to disturb an arbitration award which plaintiff sought to have set aside.

Plaintiff is a mutual ditch and reservoir company, organized under the laws of the State of Colorado by farmers owning lands in Crowley county, and defendant is a corporation engaged in the construction business, with it principal office at Pueblo, Colorado. In addition to previously held water rights in the Arkansas River and the Twin Lakes Reservoir, plaintiff had acquired an appropriation of water from the Roaring Fork River in Pitkin county, the utilization of which required a conveyance of such water via a tunnel through the Continental Divide to the headwaters of Lake Creek, a tributary of the Arkansas River, and thence to the point of distribution to its stockholders for the irrigation of their lands in the lower valley of that stream. In furtherance of this project, on September 14, 1933, plaintiff entered into a written contract with defendant for the construction of certain units of plaintiff’s “Independence Pass Transmountain Diversion System.” The units so to be constructed consisted of the driving of Tunnel No. 1; the placing of certain concrete lining in a portion of said tunnel; the construction of Lincoln Gulch Diversion Dam, the New York Collection Canal, and incidental work in connection with these units. Including extras and other allowances made to. defendant during the course of construction, more than $1,000,000.00 has been paid to defendant by the plaintiff.

October 18, 1935, the chief engineer of plaintiff delivered his final estimate fixing the amount he found to be due to defendant under the terms of the contract. Thereafter defendant filed with the plaintiff certain written objections to the final estimate, and also made certain specific claims against the plaintiff for sums of *158 money claimed to be due it in addition to that allowed by the final estimate. Some of these objections and claims were compromised and paid to defendant by plaintiff; others were withdrawn by defendant and finally, when it appeared that no further amicable adjustment could be reached, the parties entered into a written agreement submitting certain specific claims of defendant against plaintiff to arbitration under the procedure established by sections 314-320 inclusive, chapter 27 of the Code of Civil Procedure, ’35 C.S.A. The agreement provided that three qualified, experienced, disinterested engineers should be selected to act as arbitrators, one of whom should be selected by plaintiff, one by defendant and the third by the two arbitrators so designated. Conformably, to act on such board, plaintiff chose H. C. Hinderlider, state engineer of Colorado; the defendant, W. C. Jones, and the two, Burgis Coy.

April 5, 1937, the board of arbitrators. unanimously rendered an award in favor of defendant and against plaintiff, for the aggregate sum of $67,645.40. Pursuant to code section 318, supra, defendant filed this award with the clerk of the district court of Pueblo county and, in accordance with the procedural requirements of the statute, that court entered judgment thereon in favor of defendant for such sum.

Soon thereafter plaintiff instituted the suit here in consideration to set aside said award. In course, the district court sustained defendant’s general demurrer to plaintiff’s second amended complaint and dismissed the action, whereupon plaintiff sued out a writ of error in this court, as a result of which said complaint was held to state a cause of action; the judgment was reversed and the cause remanded for further procedure. Twin Lakes Reservoir & Canal Co. v. Platt Rogers, Inc., 105 Colo. 49, 94 P. (2d) 1090. Following remand, defendant filed its answer, the plaintiff its replication, and the case was tried to the court without the intervention of a jury. After considering the matter for some time, the *159 district court rendered its decision dismissing plaintiff’s complaint, and judgment was entered accordingly. To review that adjudication plaintiff now prosecutes a writ of error.

Three of the controversies submitted to arbitration arose in connection with the New York Collection Canal excavation; two concerned the tunnel construction, and the last related to interest due on deferred estimates and retained percentages.

As set forth in the agreement for arbitration, defendant’s specifications of underpayment on the canal work were as follows: First: (Item 1, sec. I) It claimed $22,034.15 (corrected during the hearing before the board to read, $21,624.15), for increased operating costs and excavation, camp maintenance and supervision arising from the delay of plaintiff’s chief engineer in staking and in making tests and from changes in the amount of excavation required; Second: (Item 1, sec. II) It estimated the amount of $9,137.50 to be due for the excavation of materials beyond the stakes but within the slopes shown on the contract drawings, asserting in this connection “the amount claimed is necessarily estimated, as no accurate data is now available to us showing actual quantity excavated;” Third: (Item 2, sec. II) It contended that it had been underpaid to the extent of $16,925.00 on account of improper classification of materials excavated. The method of computation was set out as follows:

“Total excavated as allowed 89,534 cu. yds.

“Your Engineer’s classification:

No. 1 29,568 cu. yds. at $1.00..$ 29,568.00

No. 3 50,459 cu. yds. at $2.00.. 100,918.00

$144,746.50

“Our Classification:

No. 1 11,639.4 cu. yds. at $1.00..$11,639.40

No. 2 11,514.1 cu. yds. at $1.50.. 17,271.10

*160 No. 3 66,380.5 cu. yds. at $2.00„132,761.00

$161,671.50

Difference $ 16,925.00”

The board disallowed claims First and Second, for the reason, as expressed in the award, “that the contract and specifications do not provide for the use of the method employed by plaintiff [defendant] for determining what he claims to be due him. The only proper basis for making a determination of any amount which might be due plaintiff [defendant] with respect to” these items “must be predicated upon actual yardage properly excavated, proper classification of such materials, and the unit price bid in the schedule for their excavation.”

As to the Third claim the board, having proceeded with a resurvey of portions of the canal and the consideration of the character of the materials excavated throughout the section in controversy, determined that defendant was rightfully entitled to compensation for the excavation of 95,150.3 yards of materials, which, as classified by the arbitrators, under unit contract prices, amounted to $172,784.50. From this total the board deducted the sum previously allowed by plaintiff on final estimate and fixed the balance due defendant as $28,238.00.

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Bluebook (online)
147 P.2d 828, 112 Colo. 155, Counsel Stack Legal Research, https://law.counselstack.com/opinion/twin-lakes-reservoir-canal-co-v-platt-rogers-inc-colo-1944.